KD0380 ***********************************************************************
KD0380  DESIGNATION -  172 CAP
KD0380  PID         -  KD0380
KD0380  STATE/COUNTY-  MO/SALINE
KD0380  USGS QUAD   -  MIAMI (1979)
KD0380
KD0380                         *CURRENT SURVEY CONTROL
KD0380  ___________________________________________________________________
KD0380* NAD 83(1986)-  39 20 44.     (N)    093 12 10.     (W)     SCALED
KD0380* NAVD 88     -       195.689  (meters)     642.02   (feet)  ADJUSTED
KD0380  ___________________________________________________________________
KD0380  GEOID HEIGHT-         -32.52  (meters)                     GEOID99
KD0380  DYNAMIC HT  -         195.572 (meters)     641.64  (feet)  COMP
KD0380  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
KD0380
KD0380  VERT ORDER  -  FIRST     CLASS II
KD0380
KD0380.The horizontal coordinates were scaled from a topographic map and have
KD0380.an estimated accuracy of +/- 6 seconds.
KD0380
KD0380.The orthometric height was determined by differential leveling
KD0380.and adjusted by the National Geodetic Survey in June 1991.
KD0380
KD0380.The geoid height was determined by GEOID99.
KD0380
KD0380.The dynamic height is computed by dividing the NAVD 88
KD0380.geopotential number by the normal gravity value computed on the
KD0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KD0380.degrees latitude (g = 980.6199 gals.).
KD0380
KD0380.The modeled gravity was interpolated from observed gravity values.
KD0380
KD0380;                    North         East    Units  Estimated Accuracy
KD0380;SPC MO C     -   390,030.      439,420.      MT  (+/- 180 meters Scaled)
KD0380
KD0380                          SUPERSEDED SURVEY CONTROL
KD0380
KD0380  NGVD 29     -       195.671  (m)          641.96   (f) ADJ UNCH    1 2
KD0380
KD0380.Superseded values are not recommended for survey control.
KD0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KD0380.See file dsdata.txt to determine how the superseded data were derived.
KD0380
KD0380_MARKER: P = PIPE CAP
KD0380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
KD0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
KD0380
KD0380  HISTORY     - Date     Condition        Recov. By
KD0380  HISTORY     - UNK      MONUMENTED       MORC
KD0380  HISTORY     - 1948     GOOD             NGS
KD0380
KD0380                          STATION DESCRIPTION
KD0380
KD0380''DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
KD0380''2 MI NE FROM MIAMI.
KD0380''0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF
KD0380''THE MIAMI TOLL BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE
KD0380''1.0 MILE NORTHEAST, 0.7 MILE NORTH AND 0.25 MILE EAST ALONG
KD0380''DIRT ROADS, 0.15 MILE EAST OF BENCH MARK E 224, SOUTHEAST OF
KD0380''POINT WHERE THE ROAD FROM THE WEST MAKES A 90-DEGREE TURN TO THE
KD0380''NORTH, IN A FENCE CORNER, 23.0 FEET EAST OF THE EXTENSION TO
KD0380''SOUTH OF THE CENTER LINE OF THE ROAD LEADING NORTH, 21.0 FEET
KD0380''SOUTH OF THE EXTENSION TO THE EAST OF THE CENTER LINE OF THE
KD0380''ROAD LEADING WEST, 12.0 FEET EAST OF A 36-INCH PECAN TREE, 17.0
KD0380''FEET NORTHWEST OF A 36-INCH PECAN TREE, 3.0 FEET NORTH OF THE
KD0380''FENCE CORNER POST, 2.0 FEET EAST OF A REFERENCE POST, PROJECTS
KD0380''1.0 FOOT ABOVE THE GROUND.